HomeMy WebLinkAbout32-04 Susie C. Yost - Antique & Collectible Shop - Gainesboro - Backfile (2)B
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GENERAL NOTES
I. Methods and materials used in the construction of the improvements herein shall conform t,-) the current
Gounty construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Siltat,on and Erosion
Gontrol Handbook.
3. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the contractor must be available at all times.
4. Warning signs, markers, barricades or flag men should be in accordance with the Manual cr. rr Uniform Traffic
Gontrol Devices (MUTGO).
5. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
b. All pavement sections on the approved plans are based on a minimum GBR value of 6. GBR values less
than 6 will require revised pavement section prepared by the Engineer and approved by the owner.
-7. All springs shall be capped and piped to the nearest storm sewer manhole or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-I.
8. Construction debris shall be containerized In accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
G. The contractor shall provide adequate means of cleaning mud from trucks and/or other eryuipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay du5::, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition of all times.
10. Notification shall be given to the appropriate utility company prior to construction of v4oter and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
11. All sanitary sewers and water mains and appurtenances shall be constrvcted in accordance with the current
standards and specificatlons of Frederick Gounty and the VDH.
12. The location of existing utilities shown In these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall Inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
13. The Gontroctor will be responsible for any dar to the existing streets and utilities which occurs as a
result of his construction project within or cone to the existing right-of-way.
14. The developer will be responsible for the relu,. of any utilities which Is required as o result of his
project. The relocation should be done prior tc 5truct►on.
15. These plans Identify the location of all known gro ,ites. Grave sites shown on this plan will be protected
in accordance with state law. In the event grave sites are discovered during construction, the owner and
engineer must be notified Immediately.
16. The contractor is to verify field conditions prior to and during construction and notify Bushman Engineering
at (540) 436-8332 immediately of any discrepancies between actual field conditions and the approved plan.
1-7. Gontrolled fills shall be compacted to 95K of maximum density as determined by method "A" per standard
proctor AASHTO-Tqq, A5TM-D6Q8, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to the Town of Luray prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements In this note.
18. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition.
Iq. Access For emergency vehicles must be maintained at all times during construction.
20. Gonstruction materials are not to be stored within 15' of fire hydrants.
OWNER/DEVELOPER: SUSIE G. YOST
c1181 N. FREDERIGK PIKE ..
GROSS JUNCTION, VIROINIA 22625
PROPERTY INFORMATION: TAX MAP: 6-A.-17
ADDRESS: Q2b5 NORTH FREDERIGK PIKE
I NSTR. NO.: 010011665
AREA: 5.623 ACRES
MAGISTERIAL DISTRICT GAINSBORO
CURRENT $ PROP. ZONING: RA - RURAL AREAS
PROPOSED USE: ANTIQUE AND C;OLLEGTIBLE SHOP
SURVEY INFORMATION: BOUNDARY: FROM SURVEY BY
NEWMAN SURVE=YIN6 DATED DECEMBER 11, 2003
TITLE
GOVER SHEET
SITE PLAN
DETA I LS
INDEX
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V C N I T"r MAP
APPROVALS
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ZON I NCB AD" -'I —I-ATOR D% -
SITE PLAN AF OROVAL 15 GOOD FOR FIVE (5) YEARS
1/ L- ✓ I l_J I `1 L-1/ L I
D.L. BUSHMAN
1J1'�f�VVIV D I
D.L. BUSHMAN
ptxn
VDOT GENERAL NOTES:,p n..
VI. ALL WORK ON "'HIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS BUSHMAN
OF THE VIR61Ni.4 DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND
BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIR61NIA EROSION AND ENG�NEERING
SEDIMENT GONI ROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR PC
LOCAL REGULATIONS APPLIGABLE. IN THE EVENT OF GONFLIGT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST 12335 BACK ROAD
STRINGENT SHALL GOVERN. TOMS BROOKNA 22660
V2. ALL GONSTRUGTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT 540-436-8332
OF LABOR OCCUPATIONAL SAFETY 4 HEALTH ADMINISTRATION AND
VOSH RULES & REGULATIONS.
V3. WHEN WORK I NC2 ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, <
WHETHER PERMANENT OR TEMPORARY, SHALL BE IN AGGORDANGE WITH Z
THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL.
FURTHERMORE, NLL TRAFFIC, CONTROL FLA66ERS MUST BE CERTIFIED IN
AGGORDANGE gITH VDOT'S JANUARY, Igo14 (OR LATEST EDITION OF)
ROAD 4 BRIDGE SPEGIFIGATIONS, SECTION 104.04-C. O }
V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, J
CONTROL AND SAFETY OF TRAFFIC, MAY BE SUBJECT TO GHAN6E AS i -Z 2
DEEMED NEGE:SARY BY VDOT. O < LU LU <
V5. PRIOR TO INITI/-\TION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE � �n Lu
FOR AGOUIRINC ALL NEGESSARY VDOT LAND USE PERMITS FOR ANY LU
' 'K ON VDO",- RIGHT OF WAY.
V6. 11 -DU I RED B'I' THE LOCAL VDOT RESIDENCY OFF I ( �J y z
_DTRUG1 ION CONFERENCE MUST BE ARRANGE 'D HELD BY LLI 0 0 C)
THE ENGINEER �,,ND/OR DEVELOPER WITH THE ATTENL E OF THE < _J O
NO. GONTRAGTOR, VARIOUS COUNTY A6ENG I ES, UTILITY CC � ; :�N I ES AND
VDOT PRIOR TO INITIATION OF WORK. O (�
V7. GONTRAGTOR _ HALL NOTIFY THE LOCAL VDOT RESIDENGY OFFICE WHEN Z w
WORK 15 TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF
2 TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY W
INSPECTION. CY
Va. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE LL
AGGESS TO THE'PROJEGT FROM THE ADJACENT PUBLIC, ROADWAY
THROUGH GONSTRUGTION AND MAI NTENANGE OF A GONSTRUGTION
ENTRANCE IN AGGORDANGE WITH THE VIRC21NIA EROSION $ SEDIMENT PROJ. NO.: 204015
CONTROL HANDBOOK, SEG. 5.02. FURTHERMORE, ACCESS TO OTHER DATE: APR. 8,2004
PROPERTIES Ar FEGTED BY THIS PROJECT SHALL BE MAINTAINED
THROUGH CONSTRUCTION.
SHEET I OF 5
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4
--T__
REMOVE EX. CULVERT
REMOVE EX. GONGRETE ISLAND
1<a2 LF Imo'" GMP --\
YTTH F
INSTALL NEW WOOD 3 BOARD FENCE
BEGIN FENCE -\ \�
EX. PAVEMENT TO BE REMOVED IN {
GROSS HATCHED AREA. SEE TYPICAL SECTION I
FOR FINISHED GRADING IN THIS AREA.
X. 18" GMP
SIG ; PIKE_
6RADE DITCH FOR POSITIVE
DRAINAGE INTO EX. I " CMP
X. A1 \
�` 10 ACJ i NT IN
FENCE
r�
I I I A I l EX. ('
r) O EX. PA1ENT O ll�) I
1 { cv I I 0
I
r I
MONTANA $ ALMA = I 6><AVr L
GR05EN
N j 60' SBL
iIr51
0 1-xx NEL L- 6' HIGH P.T.WOOD SCREEN
z I WITH SATE
I 10' X 10' GONG. DIUMPSTER PAD
PAVEMENT IN HATCHED AREA J
' TO BE REPAIRED AND STRIPED
\ c FOR PARKING
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/ A.I2S
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TOTAL AREA
5.623 AGRES
09
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4
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u EX.. 2 STC>R r
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EX. EX, BIJILPIN67 \ I I O
AI?A E
O'
\
APAN. WELL \ �'
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L
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NEPJ GRAVEL DRIVE TO
TIE INTG EX. GRAVEL DRIVE
EX. GRAVEL DRIVEWAY TO BE REMOVED
FLATTEN EXISTING SLOPES IN HATCHED
AREA TO IMPROVE SIGHT 015TANGE
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/7
I
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PAD I
ITCH F(-'IR
P STN
IVE
A I
1 ,
I y
21 ° '' 01U
2 .O ' 1
I
I N I
N
un
0
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I O
SPHALT P
XTEND O
URB RAP I I
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L I PERT'i'
ENTRANCE
SURVEY NOTES
LF> c I`l 5,!_JRVE'T� 1 -r NEVI -IAA 5UFVE'l`IN6,�/
IN GAIN`TF)0FZC
GOB Ir�7 Y VIRC- INIA.
— INTTF UI`-iENT NO. oICTI I� � L
I — B1
2 = TAB: r-�AF' A -77
-- J
A Nj_-_> I A
4 == N'T T !T[_`_ FEP0F T_ FUF'.NISHEI?
f\-- N@W 15" RGP
/ CJLASS I V -
7'i" 15 =.,H 1/�i, IN FL_ i� -
FIN FCUNE)
U=UTII__1T�r' LINE
F ,_..' I WTI
PARKING REQUIREMENTS
PROPOSED RETAIL FLOOR AREA -
2520 SF
I SPACE PER 200 SF REQUIRED
RETAIL PARKING REQUIRED -
2520/200=15 SPAGES
APARTMENT PARKING REQUIRED -
2 SPACES
TOTAL PARKING REQUIRED -
15 SPACES
PARKING PROVIDED -
PARKING LOT -
14 SPACES
EX. GARAGE -
2 SPACES
TOTAL PROVIDED -
16 SPACES
NOTE: I HANDICAPPED SPACE IS INCLUDED
IN THE
TOTAL ABOVE
f CONDITIONAL ._;L- PERMIT #01-04 APPROVED GONDI I IONS
� q
I. ALL REVIEW AGENCY COMMENTS AND REOUIRE:MENT5 MUST BE COMPLIED WITH AT ALL. TIMES.
q 2. AN ENGINEERED SITE PLAN SHALL BE SUBMIT -FED TO AND APPROVED BY FREDERICK COUNTY. ALL
IDENTIFIED IMPROVEMENTS SHALL BE INSTALLED WITHIN SIX (6) MONTHS OF CUP APPROVAL. ALL PARKING
SHALL BE IN COMPLIANCE WITH ZONING DISTRIG-I STANDARDS.
ti V l
3. 516NA&E SHALL BE LIMITED TO ONE (1) ILLUMINATED FREE STANDING BUSINESS SIGN; NOT TO EXCEED
FIFTY (50) SQUARE FEET IN AREA AND TEN (10) FEET IN HEIGHT ALONG THE FRONTAGE OF NORTH
C�
FRREDERIGK PIKE (RT. 522).
CURVC DATA 4. ANY GHAN6E OF USE OR MODIFICATION WILL REQUIRE A NEW CUP APPLICATION.
R= 8-iq.00
A = -75.02
G= "75.00,
cH BFF rI e, °5421"1�
17 1 RI Jc lHMAN
D.L. BUSHMAN
PC
123J5 BACK ROAD
TOMS BROOKNA 22660
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PROJ. NO.: 204013
,DATE: MAR. 30,2004
�t�cc 1 2 ul-- --')
Lam.: -`
Lp
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I
P.T. HALF ROUND FENCE P05T
I i"i_ 1 /- \I 11 L-L/ L-! %i \ 1 1 1
FENGE DETAIL
5GALE: NONE
ALTERNATE I "x6"
PARTIAL PLAN OF FENCE
VARIES —SEE PLAN
CLASS A3 CONC.
(3) l^EEN
° a, BETWEEN P05T5-�`
° 4"X4" POSTS ® EQ
0
5' O.G. (MAX) ,'
�• #4 ® 12" EN SLOPE TOP EQ•
OF GONG.
9" SELECT MATL
\/DOT TYPE I NO. 215 RAKE 4
AGGREGATE BA --HELL GOMPAGTED 50BORADE GAULK 21
GONGRETE
T'YPIGAL SECTION GOLLA r
TRASH DUMP TER P q„ CONCRETE SLAB
S AD SEE DETAIL
12"
(NO 5GALE) 4" STONE
ALL MEMBERS TO BE PRESSURE TREATED PINE
SECTION
SCREEN FENCE
(NO 5GALE)
DUMFSTER PAD ENGLOSURE DETAIL.
VAN AGGE5510LE
HG PARKINO SIGN
MOUNT ON POST OR
BUILDING
I __1nnni
Z
W
0
5GALE: NONE
GAR AGGE551BLE
HG PARKING SIGN
MOUNT ON POST OR
BUILDING
9
I
I
4" PAINTED
STRIPE (TYP)
I
I
INTERNATIONAL I
HANDICAPPED
SYMBOL
NOTE: LAYOUT AND PAINT GOLOR5 TO COMPLY WITH
ADA STANDARDS AND LOGAL REOUIREMENT5
VAN ACCESS I BLE SPAGE GAR ACCESS I BLE SPAGE
HAND I GAPPED PARK I NCB SPAGE DETAIL
5GALE: NONE
2
4
12" 12"
HANDIGAPPE
HANDICAPPED
N
N
VAN PARKING
Q Ll
O< O�
Oz OZ
HAND I GAPPED AND VAN-AGGESS 18LE
PARK I NO 51 CAN
V1211
GAP WELD
(NO 5GALE) ND SMOOTH
NOTE: 1) SIGN SHALL BE THE INTERNATIONAL2"X2"XI/8" 5TL
HANDICAPPED TUBE PAINTED
SYMBOL. BLAG
2) SIGN MATERIAL
TO BE .065"
ALUMINUM SHEET.
SETTING N I m I K
COMPOUND
3"X3"XI/4"
ST'L TUBE 8
114 501L
METAL S I CAN POST
INSTALLATION
(NO 5GALE)
EX. FT. 522
PA .-MENT
ROUTE 694
I I/ L J IVI — /—/-\ /-1J I I If-NL I
4" BM-2 ASPI-iALT
8" 21 -B AGGREGATE
HALF SEGT I ON @ ENTRANGE
SCALE: NONE
(_)
�1
EXTEND STONE
BELOW CG-6
cc•n
x
aaSTREET APPROACh; SANE
A-1 SURFACING AS MANLINE
(RADIUS TO BE AS I- {
PLANS) C
ROADWAY
C
SHOWN ON I v1 I
( (R=w^^US TO BE S
7..
______..____F__
S140t"II ON PLM47
ST'p CG-12 \\ 1
(`
ARAOIALI COMBNA ON
CURB AND CUT T
B
4' SIDEWALK) (�
CIAcS A3
I' IY (IT.E.S.I
•S..p,.•A.• •6.•S'.ti.ti#..
cAra... ®, • • �.
.� -- —
6-i
S. CORsrETE
-----��`-----
FOLPOwNLMIE a
EXPANSION JOINT
i
EXPANSION JORJT
A ...I 81
NOTE" r oTH "B" 2'•0" OR AS
MANLINE ROADWAY
SECTION C-C
SHOWN ON TYPICAL SECTION.
PLAN VIEW
M
CONSTRUCT GRADE CHANGES W17H A PARA30LK: CURVE.
®
WHEN ENTRANCE
OFOHEAVY
THE TURNINGE REQUIREMENTS ANTICIPATED
TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK L CURB
1p' PARABOLIC CURVE
RAMPS WITHIN THE LPATS OF THE RAORSHOULD BE
EDGE OF SHOULDER OR
O
OPE .
INCREASED TO 7".
OPTIONAL FLOW LINE
_
D
WHEN ST'D CG-11 I'3 USED FOR ENTRANCES BUILT
MW&INE ROADWAY
_ —
— — — —" --- — --- —
IN CONJUNCTION WITH VDOT PROJECTS. PLEASE
a z MAX.
__
NOTE THE FOLLOwINGs
5' MN.
SLOPE CHANCE
4C' MN. FOR STREET
TO MAiMi NNE PAVEMENT SHALL BE CONSTRUCTED
TO THE RAW LINE (EXCEPT ANY SUBGRADE
CONNECTION
STASXIZAICN REQL"AED FOR MANLPE
O'OESIRABLE FOR COMMERCIAt
PAVEMENT WWCH CAN BE OMITTED IN
ENTRANCE
THE ENTRANCE.)
SECTION A - A
RADIAL CURS OR COMONATION CURB
GUIDELINES FOR GRADE CHANGE 0
AND ER
BEYONDTTHE R/W LLNETEXCEPT FOR OMTRUC7E0
REPLACEMENT PURPOSES.
WHEN USED N CONAWTION WITH STANDARD
ENTRANCE VOLUME
DESIRABLE MAXNUM
HIS
OR CIS T BEHE_ CURB FACE ON MATCH STANDARD IS TO /OJUSTED TO MATCH THE
STANDARD
MOUNTABLE CURB CONFKJRATION.
HIGH (MORE THAN
IWO VPDI O s 3 X
7 DESIGN
MEDIUM (500-1300
VPD) 13 X 6 X
TO BE U�SOED WITH HISOSTANDABRD.�
LOW (LESS THAN 500 VPD) S a 2 S X )K
PLANS ARE TO NDCATE WHEN CONSTRUCTKN4 OF
A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE
ORANAGE ACROSS THE ENTRANCE,
OP71ONAL FLOWLINE MAY REOUtRE WARPING OF A
PORTION OF GUTTER TO PRECLUDE POWING OF WATER.
sIMFERENCE
METHOD OF TREATMENT -
REFERENCE
CONNECTION FOR STREET INTERSECTIONS
502
AND COMMERCIAL ENTRANCES
VIRGINIA DEPARTMENT OF TRANSPORTATION
203.04
DER
PER FT
20' +/_
D I TG H
EX. ASPHALT ENTRANCE
TO BE REMOVED
5AW GUT PAVEMENT
/_AT PROPS .TY LINE
� I
RT. 522 SHOULDER RESTORATION AT EX. ENTRANCES
SCALE: NONE
cl
DE516NED BY:
D.L. BUSHMAN
D.L. BUSHMAN
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DATE: MAR.30,2004
W
D
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a
GENERAL NOTES
I. Methods and materials used In the construction of the improvements herein shall confr-m to the current
Gounty construction standards and Specifications and/or current VDOT Standards and specifications.
2. Mea5ure5 to control erosion and 511totion, including detention ponds, serving o5 silt bof�In5 during construction,
must be provided prior to 155uance of the site development permit. The approval of these plans, in no way
relleve5 the developer or his agent of the responsibilities contained in the Virginia Ration and Ero5lon
Gontrol Handbook.
3. An approved set of plans and all applicable permits must be available at the constriction 51te. Also, a
representative of the contractor must be available at all times.
4. Warning signs, markers, barricades or flag men should be in accordance with the 1-icnu:al on Uniform Traffic
Gontrol Devlce5 (MUTGD).
5. All unsuitable material shall be removed from the construction limits of the roadway b,�-fore placing
embankment.
6. All pavement sections on the approved plans are based on a minimum GBR value of C'. GBR values less
than 6 will require revised pavement section prepared by the Engineer and approves by the owner.
-7. All springs shall be capped and piped to the nearest storm sewer manhole or curb In'et. The pipe shall
be minimum 6" diameter and conform to VDOT standard 5B-1.
8. Gonstruction debris shall be containerized in accordance with the Virginia Litter Gontr�l Act; no less than
one litter receptacle shall be provided at the construction site.
q. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay rlust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
10. Notification Shall be given to the appropriate utility company prior to construction of hater and/or sanitary
sewer Iine5. Information should also be obtained from the appropriate authority concerning permits, cut
5heet5, and connections to existing lines.
11. All 5onitary Sewers and water mains and appurtenances shall be constructed in occordonce with the current
standards and 5peciflcotion5 of Frederick County and the VDH.
12. The location of existing uti1lt1e5 shown in these plans are taken from existing records. It shall be the
contractors re5pon5lbillty to verify the exact horizontal and vertical location of all exrsting utilities as needed
prior to construction. The contractor shall Inform the engineer of any conflicts arising from his existing
utility verlfir.otion and the rrorosPc1 construrflon,
15. The Gontroctor will be responsible for any damage to the existing streets and utilitle5 which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
14. The developer will be responsible for the relocation of any utilitle5 which 15 required o3 a result of his
project. The relocation should be done prior to construction.
15. The5e plans Identify the location of all known grave sites,. Grave 51te5 shown on this plan will be protected
In accordance with state law. In the event grave sites are discovered during construction, the owner and
engineer must be notified immediately.
16. The contractor is to verify field conditions prior to and during construction and notify Bushman Engineering
at (540) 436-8332 immediately of any di5creponcle5 between actual field conditions and the approved plan.
1-7. Gontrolled fills Shall be compacted to g5`ti of maximum density as determined by method "A" per standard
proctor AASHTO-Tqq, ASTM-D6g8, or VTM-I as applicable. Density shall be certified by a registered
professional engineer and results submitted to the Town of Luray prior to pavement construction. If a
geotechnical report has been prepared, it should Supersede the requirements In this note.
18. Gontroctors Shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior- to commencement
of excavation or demolition.
Iq. Acce55 For emergency vehlcle5 must be maintained at all times during construction.
20. GonStruction materials ore not to be stored within 15' of fire hydrants.
*1N
OWNER/DEVELOPER: SUSIE G. YOST
101 N. FREDERIGK PIKE
GROSS JI NGTI ON, V I R6I N I A 22625
PROPERTY INFORMATION: TAX MAP: 6-A-77
ADDRESS: 1265 NORTH FREDERIGK PIKE
I NSTR. NO.: 010011665
AREA: 5.623 ACRES
CURRENT 4 PROP. ZONING: RA - RURAL AREAS
PROPOSED USE: ANTIQUE AND COLLECTIBLE SHOP
SURVEY INFORMATION: BOUNDARY: FROM SURVEY BY
NEWMAN SURVEYING DATED DEGEMBER II, 2003
DRAW NCB INDEX
TITLE NO.
COVER SHEET
S TE PLAN 2
DETAILS �
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VIGINIT"' MAP
VDOT GENERAL Nr�TES
VI. ALL WORK CAN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS
OF THE V I RC-1 N I A DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND
BR I D&E SPE'-" I F I GAT I ONS, AND STANDARDS, THE V I R61 NI A EROSION AND
SEDIMENT GONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
LOCAL R6L-LATIONS APPLICABLE. IN THE EVENT OF GONFLIGT BETWEEN
ANY OF THE`_?E STANDARDS, SPEC, IF I GATI ONS OR PLANS, THE MOST
STRINGENT �=1IALL GOVERN.
V2. ALL GONSTi?.IGTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
OF LABOR C::,GUPATIONAL SAFETY � HEALTH ADMINISTRATION AND
VOSH RULES 4 RE6UL 4-1-IONS.
V5. WHEN WORK11116 ON VDOT RIGHT OF WAY, ALL TRAFFIC, CONTROL,
WHETHER PEI :MANENT OR TEMPORARY, SHALL BE IN AGGORDANGE WITH
THE GURRENi EDITION OF VDOT'S WORK AREA PROTECTION MANUAL.
FURTHERMORE, ALL TRAFFIC CONTROL FLA66ERS MUST BE GERTIFIED IN
ACCORDANGI__ WITH VDOTIS JANUARY, Igg4 (OR LATEST EDITION OF)
ROAD 4 BRI? >GE SPECIFIGATIONS, SECTION 104.04-G.
V4. DESIGN FEAT ORES RELATING TO GONSTRUGTION OR TO REGULATION,
CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO GHAN6E AS
DEEMED NEC..,`SSARY BY VDOT.
V5. PRIOR TO INITIATION OF WORK, GONTRAGTOR SHALL BE RESPONSIBLE
FOR AGGUIRI �6 ALL NECESSARY VDOT LAND USE PERMITS FOR ANY
WORK ON VG _)T RIGHT OF WAY.
V6. IF REQUIRED 3Y THE LOCAL VDOT RESIDENCY OFFICE, A
PREGONSTRU• ,TI ON GONFERENGE MUST BE ARRANGED AND HELD BY
THE EN61 NEEF . AND/OR DEVELOPER WITH THE ATTENDANCE .OF THE
GONTRAGTOFF , VARIOUS COUNTY A6ENC I ES, UTILITY GOMPANI ES AND
VDOT PRIOR TO INITIATION OF WORK.
V7. GONTRAGTOR SHALL NOTIFY THE LOCAL VDOT RESIDENGY OFFICE WHEN
WORK 15 TO PE61N OR CEASE FOR ANY UNDETERMINED LENGTH OF
TIME. VDOT WILL ALSO REQUIRE 4b HOURS NOTICE FOR ANY
INSPECTION.
V8. THE GONTRAC TOR WILL BE RESPONSIBLE FOR MA I NTA I N I N6 ADEQUATE
AGGESS TO 71E PROJECT FROM THE ADJACENT PUBLIC, ROADWAY
THROUGH GON5TRUCTION AND MAINTENANCE OF A GONSTRUGTION
ENTRANCE IN AGGORDANGE WITH THE V I R61 N I A EROSION $ SEDIMENT
CONTROL HAr'DBOOK, SEG. 3.02. FURTHERMORE, AGGESS TO OTHER
PROPERTIES AFFEGTED BY THIS PROJECT SHALL BE MAINTAINED
THROUGH CON _::>TRUGTION.
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D.L, BUSHMAN
DRAWN BY:
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TOMS BROOK,VA 22660
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EX. PAVEMENT TO BE REMOVED IN I
REMOVE EX. CULVERT CROSS HATCHED AREA. SEE TYPIGAL SECTION
FOR FINISHED GRADING IN THIS AREA.
REMOVE EX. CONCRETE ISLAND III'
INSTALL NEW WOOD 3 BOARD FENCE
GRADE DITCH FOR P651TIVE
DRAINA6E INTO EX. 16,�11 CMP
BE61N FENCE
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MONTANA ALMA L I II, i i
Gi�05 N _I �z w228/484
N 60' i
255/158
�p EX. WELL-F D
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` PAVEMENT IN HATCHED AREA
TO BE REPAIRED AND STRIPED
I
FOR PARKING i"'INca
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ASPHALT P EMENT
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TIE INTO EX. &RAVEL DRIVE 4
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TOTS AREA
EX. GRAVEL DRIVEWA'r' TO BE REMOVED
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NSW 15" RG
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FLATTEN EXISTING SLOPES IN HATCHEDAREA TO IMPROVE SIGHT 'DISTANCE
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0JRVE DATA
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PARKING REQUIREMENTS
PROPOSED RETAIL FLOOR AREA -
2520 SF
I SPACE PER 200 5F REQUIRED
RETAIL PARKING REOU I RED -
2520/200 =13 5PAGE5
APARTMENT PARKIN& REQUIRED -
2 SPACES
TOTAL PARKING, REQUIRED -
15 SPACES
PARKING PROVIDED -
PARKIN& LOT -
14 SPACES
EX. GARAGE -
2 SPACES
TOTAL PROVIDED -
16 5PAGE5
NOTE: I HANDICAPPED SPACE IS INCLUDED IN THE
TOTAL ABOVE
F
"LEOUPSHMN
N a i S 67
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DESIGNED BY:
D.L. BUSHMAN
DRAWN BY:
D.L. BUSHMAN
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PROD. NO.: 204013
DATE: MAR.30,200,
'SHEET 2 OF 5
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EX. RT. 522
PAVEMENT
ROUTE 694
12
2.08%
Cl
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�— 151) RCP - CL IV, MIN. COVER 12"
1 1 /2" SM-2A ASPHALT
4" BM-2 ASPHALT
8)' 21-13 AGGRF=GATE
HALF SECTION @ ENTRANGE
SCALE: NONE
Y x z STREET APPROACIt. SAMI
A-1 SURFACING AS MANLINE
(RADIUS TO BE AS I+ I ROADWAY
SHOWN ON PLANS) I CI C
- - - _ -
L I
ST'D G12 _ _ ♦RADIAL COM91NA ON
C•
CURB AND GUT T
� - c ST•D. CG•61
4' SIOEWALK 1t , I I ■
e" I 4 OPTIONAL
FLOW LINE
EXPANSION JOINT '^
A ____ _
NOTE1 WIDTH "B" 2''0" OR AS MAINILINE ROADWAY
SHOWN ON TYPICAL SECTX)N.
PLAN VIEW
EDGE OF SHOULDER OR
OPTIONAL FLOW LINE --+
MAINLINE ROADWAY
5' MM
EXTEND STONE
BELOW CG-6
(RADIUS TO DE AS
SHOWN ON PLANS)
ri
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CLASSA3
•s`•.s.••s•�'�.pD'•e.
g^ CONCRETE
EXPANSION JOINT
SECTION C-C
M
COPI;TRU:T G"40E CHANGES WI'.H A PU2ABOLIC CU'iVE.
®WHEN
THE EN•RANCE RADIICANNOT AC; OLWOATE
THE TMONC, REQUIREMME�NTS OF ANTICIPATED HEAVY
K)' PARA80lIC CURVE
TRUCK TRAFFIC THE DEPTH FOR SIDEWALK & CURB
RAMPS WITMIN fHE LIMITS OF THE RAORSHOULD BE
e xx MAx.
�5L0PE CHANGE ®
_ _ — D
INCREASED TO 7".
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D
WHEN ST'D, CG•111S USED FOR ENTRANCES BUILT
— — — -_ — — —
— — — —
IN CONJUNCTION WITH VDOT PROJECTS.PLEASE
e X MAX.
D
NOTE THE FOLLOWING)
SLOPE CHANGE
-- —.
40' MIN. FAR STREET
D
XX
MA &INE PAVEMENT SHALL BE CONSTRUCTED
TO THE R/W LINE (EXCEPT ANY SUBGRADE
1
STABILIZATION REQUIRED FOR MAINLINE
DESIRABLE FOR CDMMERCI
PAVEMENT WHICH CAN RE OMITTED IN
ENTRANCE
THE ENTRANCE.)
SECTION
A -
A
® RADIAL CURS OR C"NATION CURB
GUIDELINES FOR
GRADE
CHANGE D
AM ER
FOR CONSTRUCTED
BEYONOTTHE R/W ALLRE
REPLACEMENT PURPOSES.
WHEN USED N CONJUNCTION WITH STANDARD
ENTRANCE VOLUME
DESIRABLE MAXIMUM
CG•3 OR CO-7,THE CURB FACE ON THIS
STANDARD IS TO QE Ap►tISTEp TO MATCH THE
MOUNTABLE CURB CONFIGURATION.
HIGH (MORE THAN 1500 vapl
0 x
3 X
SEE SIANDARD CC-12 FOR CURB RAMP DESIGN
MEDIUM (500-1500 VPD)
13 i
e x
TO K USED WITH THIS STANDARD.
LOW (LESS THAN 500 VPD)
S e z
e x
X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF
A FLOW LINE 1S REQUITED TO PROVIDE POSITIVE
DRAINAGE ACROSS THE ENTRANCE.
OPTIONAL FLOWLNE MAY REOUIR' WARPING OF A
PORTION OF CUTTER TO PRECLUDE PONOING OF WATER.
SPECMETHOD OF TREATMENT-
REFFEERRENENCEE
CONNECTION FOR STREET INTERSECTIONS
502 AND COMMERCIAL ENTRANCES
VIRGINIA DEPARTMENT OF TRANSPORTATION 203,04
EX. ASPHALT ENTRANGE
REMOVED
SAW GUT PAVEMENT
AT PROPERTY LINE
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D.L. BUSHMAN
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D.L. BUSHMAN
BUSHMAN
ENGllNEERNG-'
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12335 BACK ROAD
TOMS BROOK,VR 22660
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RT. 522 SHOULDER RESTORATION AT EX. ENTRANGES
SCALE: NONE
t-'KVJ. NU.: 1V4V I -5
DATF. MAR ::�n Anna
SHEET 5 OF 5